Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date27 Nov 2022
Closing Date9 Nov 2022
Tender Amount₹ 1,54,51,323
Costs
EMD
₹ 1,54,513Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Water Supply Scheme At Mahipalgad Tal Chandgad Dist Kolhapur
Description
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Contact
Tender Id
2022_KOLHA_846208_1Bid Award Id
ViewTender No
719/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
Excavation for foundation/pipe trenches in soft rock & cement & lime masonary foundation asphalt road includi-ng removing the excavated material up to a dista-nce of 50 m metres and lift as below, stacking and spreading as directed, manual dewatering, preparing the bed for found-ation and excluding backfilling etc. complete. Lift 0 to 1.5 M
96.32
-
629.2
Excavation in general in hard material comprising of soft rock, hard rock,Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well,Connecting Pipe, Jack Well, Pump House,Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding,disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge,excluding refilling. For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M A) Lift 7.5 to 9.00 m Patanagari well
22.05
-
931.7
B) Lift9.00 to 10.5m Patanagari well
33.08
-
962.5
C) Lift 10.50 to 12.00 m Patanagari well
33.08
-
993.3
D) Lift 12.00 to 13.50 m Patanagari + Kada well
39.05
-
1024.1
E) Lift 13.50 to 15.00 m Kada well
17
-
1054.9
F) Lift 15.00 to 16.50 m Kada well
17
-
1085.7
Dewatering the excavated trenches and pools of water in the building Ares by using pumps and other devices including disposing of the water to safe distance as directed.
5700
-
84.7
Providing structural steel work in rolled sections like joist channels angle tees etc. as per detailed design and drawings including fixing in position without connection plates braces etc. and one coat of anticorrosive plant and over it two coats or oil painting of approved quality and shade.MS Stair with both side railing
1.46
-
82079.8
Providing & fixing MS chequared plate flooring of following thichness supported on MS angles (25x25x5 mm size) including welding,cutting & fabricating the plates to the required square or round shape,making holes in the plates including providing & applying 3 coats of anticorrosive paint etc complete as directed by Engineer in charge.8 mm tk chequarred MS plate.
26.4
-
5622.1
Providing and fixing in position M.S. ladder 0.50m wide consisting of 75 x10 mm M.S. flats as stringer and 16mm dia. M.S. bar in double rows as step a placed at 25cm c/c inch. Cost of material and labour involved welding anchoring and applying 3 coat’s of anti corrosive paint etc. complete
28.8
-
1642.3
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/granite/quartize/gneiss metal for foundation & bedding including dewatering, form work, compacting and curing,finishing etc. complete with initial lift of 1.5 M below /above ground level.
15.41
-
6824.4
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete.(Excluding M.S. or Tor reinforcement) M - 200 Col Footing / Raft
29.11
-
8049.8
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer incharge including normal dewatering,centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing,etc complete. (Excluding M.S. or Tor reinforcement) RCC M - 200 for columns
1.59
-
9696.5
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer incharge including normal dewatering,centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing,etc complete. (Excluding M.S. or Tor reinforcement) RCC M - 200 for Beam
0.32
-
9541.4
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer incharge including normal dewatering,centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing,etc complete(Excluding MS or Tor reinforcement) RCC M - 200 for Slab / Ver Walls
61.07
-
10244.3
Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detail designs, drawings and schedules, including cutting, bending,hooking the bars, binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) Tor steel
7.37
-
106926.6
Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
47.43
-
92.4
Providing & Fixing G.I. Pipe railing having one meter height consisting 50x50x6 mm thick in ms angels jas vertical at 1,,5m, c-c& addition post at every corner with 3 rows of 25 m.m dia G. I. Pipe of md class vartcials as horizontal & painting 3 coats of oil paints over one coat of anticorrosive paintof laboure transportatipon bendsto curved shape etc complete.,
20
-
1007.6
Subwork No. 2 :- Pumping Machinery @ Patanagari Supply Well
Providing erecting and giving test of 150 mm dia. Submersible Pump sets conforming to IS 8034/76 and motor conforming to IS9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller.Motor suitable for working on 415 V+10%, 3Ph,50 Hz., A.C. supply with Cable guard, water lubricated bearings to entire hydraulic thrust, waterproof winding shall be provided. The pump set shall be suitable for direct coupled to the motor Pump shall have suitable outlet as per manufactures design. Suitable suction strainer shall also be provided, 3 core, single/double run copper conductor submersible type flat cable 3m shall be provided along with the Pump 7.50 HP 8 Stage (150 mm dia.) Discharge 8423 LPH. Total Head 97.00 M (10 Stages)
Upto 8 stages + 2 stages Supply rate should be increased for more than 8 stage
2
-
45961.86
Providing ISI mark G.I. pipe of following class and dia. Including all statutary duties and taxes such as GSt levied by GOl and GOM in all respect, inspection charges, transportation to stores, etc. complete
A) 80 mm dia. B. Class GI Pipes
40
-
832.44
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete. M.S.D/F Specials
100
-
104.5
Suppying & erecting flat flexible 3 core PVC sheathed submersiable type copper cable 10 Sq mm suitable clampped at fixed intervals with cable clips on drop pipe etc comp. 3 core 10 sqmm
200
-
450.45
Supplying and erecting panel board this includes following items.(1) Triple pole switch, (2) water level guard,(3) Voltmeter,(4) Amperemeter,(5)Sets of pilot lamp,(6) Starter DOL/Star Delta,(7) Capacitor,(8) Sector Switch,(9) Earth Leakage Circuit Breaker(ELCB),(10)M.S. Sheet Box, (11)T.W. planks,(12)Iron panel board, (13) G.I.sheet caution board,(14) self lock etc.complete(Rates are as R.A)
1
-
48143.33
Supplying and erecting Galvanized cast iron earth plate size 60X60X0.60 cm. Buried in specifically prepared earth pit (top edge of the plate 1.50 m. below ground level) refilling with 30 Kg charcoal and salt in alternate layers, necessary length of double G.I.earth strip connected to the plate with cadmium plate G.I. nut bolts 12 mm. Dia. With bituminous compound and connected to the nearest switch gear end socket as per direction and duly tested by earth tester and recording the results, supplying and erecting 19 mm. dia. Vertical G.I. pipe 1.5 M. long with funnel and mesh at top is included in the scope of work.
2
-
4949.7
Providing cable jointing kit with cable jointing compound and materials for various size cables from 1.5 mm. to 35 mm. cable soldering etc. complete. For requirement of cable of size 300 mm. and above single core cable shall preferably be used.
4
-
2340.45
Providing, supplying and erecting triple super type chain pully block suitable for capacity 2.00 MT with 6.00 M lift complete with load chain & hand chain ,tested to 50 % load as per I.S.3832 carring ISI mark
1
-
21960.48
Providing & Installing auto remote for operating motor pump etc complete.
2
-
8750
Providing, Lowering, laying and jointing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
80 mm dia. double flange sluice valve PN-1.6
2
-
7433.8
Providing, Lowering, laying and jointing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
80 mm dia. Non-return valves P N 1.6
2
-
7861.2
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm dia Pressure Relief Valve PN - 1.6
1
-
12274.7
Subwork No. 3 :- Pumping Machinery @ Kada Well
Providing erecting and giving test of 200 mm dia. Submersible Pump sets conforming to IS 8034/76 and motor conforming to IS9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller.Motor suitable for working on 415 V+10%, 3Ph,50 Hz., A.C. supply with Cable guard, water lubricated bearings to entire hydraulic thrust, waterproof winding shall be provided. The pump set shall be suitable for direct coupled to the motor Pump shall have suitable outlet as per manufactures design. Suitable suction strainer shall also be provided, 3 core, single/double run copper conductor submersible type flat cable 3m shall be provided along with the pump 10 HP (150 mm dia) Up To 8 Stages Discharge 8423 LPH. Head 115 M (Total stages = 12)
2
-
56637.54
Providing,supplying , erecting ,Lowering, laying and jointing G.I. Pipe 100mm dia. B.Class at postiton for suction and delivery including hydraulic testing,plumbing with sockes and check nuts if required.
A) 100 mm dia. B. Class GI Pipes
40
-
1137.91
Providing, Lowering, laying and jointing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
100 mm dia. double flange sluice valve P N 1.6
2
-
11781.4
Providing, Lowering, laying and jointing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
100 mm dia. Non-return valves P N 1.6
2
-
10124.4
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm dia Pressure Relief Valve PN - 1.6
1
-
12274.7
Providing, supplying and erecting M.S. pipes and D/F specials as per requirement such as flanges, rubber packing, nut bolts including painting but excluding supports (while measuring weight of pipe and special only shall be considered. ) Double flanged specials
100
-
104.5
Suppying & erecting flat flexible 3 core PVC sheathed submersiable type copper cable 10 Sq. mm. suitable clampped at fixed intervals with cable clips on drop pipe etc comp. 3 core 10 sqmm.)
200
-
450.45
Supplying and erecting panel board this includes following items.(1) Triple pole switch, (2) water level guard,(3) Voltmeter,(4) Amperemeter,(5)Sets of pilot lamp,(6) Starter DOL/Star Delta,(7) Capacitor,(8) Sector Switch,(9) Earth Leakage Circuit Breaker(ELCB),(10)M.S. Sheet Box,(11)T.W. planks,(12)Iron panel board, (13) G.I. sheet caution board,(14) self lock etc.complete.
1
-
70153.55
A) Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification
2
-
4949.7
B) Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification
10
-
217
Providing cable jointing kit with cable jointing compound and materials for various size cables from 1.5 mm. to 35 mm. cable soldering etc. complete. For requirement of cable of size 300 mm. and above single core cable shall preferably be used.
2
-
2340.45
Providing, erecting triple spur gear type Chain Pulley Block suitable for 2 MT capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.
1
-
21960.48
Providing & Installing auto remote for operating motor pump etc complete.
2
-
8750
Sub Work No.4:-Solar Unit 12 KW @ Patanagari Well
PART - A SOLAR POWER PLANT FOR WATER SUPPLY SCHEME - 12 KW
Supplying, installing, testing and commissioning of 12 kWp capacity on grid solar power pack with GI mounting structure.The above benchmark cost includes cost of solar pv panels (with 450 W mono half cut cells) AC:DC ratio 1:1 inverter(three phase) balance of stem eg.cables,switches / circuitbreakers / connectors /junction box, mounting sturctue earthing, lightning arrestor ,civil works, installation and commisioning CMC for five yrs transportation insurance applicable taxes etc. The above cost are excluding of net metering and battery back up cost.- Benchmark cost for Grid Connected Roof-top Photo-voltic Systems for financial year 2021-22 dt-27/10/21
12
-
38236
Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months istory of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer
1
-
14556.15
Supplying and erecting LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3x240V,50 Hz with optical & RS 232 port, backlit LCD, measures & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs.(
1
-
8009.4
Supplying, erecting & terminating XLPE armoured cable 3 core 10 sq. mm. copper conductor continuous 5.48 sq.mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
100
-
447
PART - B FOUNDATION & G.I. STRUCTURAL WORK FOR PV MODULE Solar PV mounting structure hot deep galvanized/pre galvanized with necessary fitments which should withstand high wind velocity upto 150km/hr 18ft above ground level Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)
9.41
-
255.2
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259)
9.41
-
389.4
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259)
2.35
-
442.2
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A- 5/259) [(PWD SSR 2021-22 P.NO. 116 item No. 21.17 Sr. No. - 730) {Rate Rs.811/Cum +10% Hilly Region}
2.35
-
892.1
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting,etc. complete. (Bd-A-12/264)[
2.35
-
1423.4
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) b) In PCC M-150
2.35
-
6633
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200
4.32
-
7519.6
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (Excluding M.S. or Tor reinforcement) b) In RCC M-200
3.46
-
14285.7
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sandVSI Grade)
4.69
-
13027.3
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F-17/306) b) To r Steel
1.25
-
78955.8
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
11.04
-
124.3
For structure Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of baysas specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tierunners, foundation bolts, baseplates, nutsand bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge.
0.88
-
110631.4
For structure ( LESS Painting Charges) Providing and applying two coats of oil paint and one coat of primer/red oxide of Iron Paint externally including cleaning the surface of pipe with steel scrapers wire brushes and metal cleaning solution etc complete.
169.27
-
118
For structure Providing and applying material & labour for hot dip galvanizing of above structure including transportation for galvanizing as per R.C GSDA /SOLAR PUMP /RC /F- NO 25/834/2013-14 dt 1.3.2014
809.23
-
28
For structure- Transporting charges of vehicle per trip for Appox. 50 km ead including loading unloading & stacking charges.
1
-
6012.71
Rent for Crane for erection of structure-
1
-
1653
Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50x50mm, 8gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40x40x6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450x450x670 mm. at 1.75M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25x25x5 mm size and vertical M.S. flat 35x5 mm and 25x5 mm horizontal including cross support of 40x40x6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc.complete.
40
-
2536.6
Providing and fixing 50mm. dia. medium class G.I. pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete.
3
-
7343.6
Providing and fixing board displaying information,such as 'Name of work,Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20mx0.90m size made out 18gauge(1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on backside and border/ messages/ symbols etc. with approved colourshade paint complete, on M.S.angle of size35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm,3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including,excavation,refilling,transportation,and labour etc complete. Spec. No. As directed by Engineer in Charge
1
-
10212.4
Sub Work N0.5:- Solar Unit 15 KW @ Kada Well
PART - A SOLAR POWER PLANT FOR WATER SUPPLY SCHEME - 15 kW
Supplying, installing, testing and commissioning of 15 kWp capacity on grid solar power pack with GI mounting structure.The above benchmark cost includes cost of solar pv panels (with 450 W mono half cut cells) AC:DC ratio 1:1 inverter(three phase) balance of stem eg.cables,switches / circuitbreakers / connectors /junction box, mounting sturctue earthing, lightning arrestor ,civil works,installation and
commisioning CMC for five yrs transportation insurance applicable taxes etc. The above cost are excluding of net metering and battery back up cost.- Benchmark cost for Grid Connected Roof-top Photo-voltic Systems for financial year 2021-22 dt-27/10/21
15
-
38236
Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months istory of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer
1
-
14556.15
Supplying and erecting LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3x240V,50 Hz with optical & RS 232 port, backlit LCD, measures & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs.
1
-
8009.4
Supplying, erecting & terminating XLPE armoured cable 3 core 10 sq. mm. copper conductor continuous 5.48 sq.mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
100
-
447
PART - B FOUNDATION & G.I. STRUCTURAL WORK FOR PV MODULE Solar PV mounting structure hot deep galvanized/pre galvanized with necessary fitments which should withstand high wind velocity upto 150km/hr 18ft above ground level Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259).
12.54
-
255.2
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259)
12.54
-
389.4
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259)
3.14
-
442.2
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A- 5/259)
3.14
-
892.1
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting,etc. complete. (Bd-A-12/264)
3.14
-
1029
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) b) In PCC M-150
3.14
-
6633
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200
5.76
-
7519.6
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction,finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200
4.61
-
14285.7
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sandVSI Grade)
5.99
-
13027.3
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F-17/306) b) To r Steel
1.64
-
78955.8
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
14.72
-
124.3
For structure Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of baysas specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tierunners, foundation bolts, baseplates, nutsand bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge.
1.1
-
110631.4
For structure ( LESS Painting Charges) Providing and applying two coats of oil paint and one coat of primer/red oxide of Iron Paint externally including cleaning the surface of pipe with steel scrapers wire brushes and metal cleaning solution etc complete.
207.69
-
118
For structure Providing and applying material & labour for hot dip galvanizing of above structure including transportation for galvanizing as per R.C GSDA /SOLAR PUMP /RC /F- NO 25/834/2013-14 dt 1.3.2014
1026.06
-
28
For structure- Transporting charges of vehicle per trip for Appox. 50 km ead including loading unloading & stacking charges
1
-
6012.71
Rent for Crane for erection of structure-
1
-
1653
Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50x50mm, 8gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40x40x6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450x450x670 mm. at 1.75M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25x25x5 mm size and vertical M.S. flat 35x5 mm and 25x5 mm horizontal including cross support of 40x40x6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc.complete. (
44
-
2536.6
Providing and fixing 50mm. dia. medium class G.I. pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete.
3
-
7343.6
Providing and fixing board displaying information,such as 'Name of work,Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20mx0.90m size made out 18gauge(1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on backside and border/ messages/ symbols etc. with approved colourshade paint complete, on M.S.angle of size35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm,3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including,excavation,refilling,transportation,and labour etc complete. Spec. No. As directed by Engineer in Charge
1
-
10212.4
Sub Estimate 6 :- Switch Room @ KadaSupplyWell + PatanagariSupplyWell - 2 Nos Excavation for foundation/pipe trenches in hard murum & boulders including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, manual dewate-ring, preparing the bed for foundation and excluding back-filling etc. complete.Lift 0 to 1.5 M
6.55
-
211.2
Excavation for foundation/pipe trenches in soft rock & cement & lime masonary foundation asphalt road includi-ng removing the excavated material up to a dista-nce of 50 m metres and lift as below, stacking and spreading as directed, manual dewatering, preparing the bed for found-ation and excluding backfilling etc. complete. Lift 0 to 1.5 M
8.19
-
629.2
Filling in plinth & floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering & compaction complete.
6.25
-
92.4
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/granite/quartize/gneiss metal for foundation & bedding including dewatering, form work, compacting and curing,finishing etc. complete with initial lift of 1.5 M below /above ground level.
2.34
-
6824.4
Providing first class Burnt Brick masonry with conventional /I.S. type bricks in cement mortar 1:6 in plinth including bailing out water, striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed faces and watering
2.09
-
8530.5
Providing first class Burnt Brick masonry with conventional /I.S. type bricks in cement mortar 1:6 in super struture including bailing out water, striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed faces and watering
8.69
-
8793.4
Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-200 grade in foundation Raft /footing
1.66
-
8049.8
Providing and laying in situ cement concrete of trap/ granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC. including normal dewatering, formwork, centering, compac-tion, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surfa-ce wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-200 grade in Columns
3.2
-
9696.5
Providing and laying in situ cement concrete of trap /granite /quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC. including normal dewatering, formwork,centering, compact-ion, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-200 grade in Beams/ Lintes
3.9
-
9541.4
Providing and laying in situ cement concrete of trap/granite /quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC. including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-200 grade Slabs/Landings/Vertical walls/Waist-slabs/Steps for staircase.
2.19
-
10244.3
Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-200 grade Chajjas/parapet/pardes
0.44
-
10200.3
Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detail designs, drawings and schedules, including cutting, bending,hooking the bars, binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) Tor steel
0.91
-
106926.6
Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete,brick surface, in all positions including scaffolding and curing complete
61.38
-
420.2
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete
94.13
-
702.9
Providing and fixing M.S.grill door 24 Kilogram / One Square Metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc complete.
4.2
-
3583.8
Providing and fixing 50 mm x 50 mm Mild Steel square pipe framed steel windows of various sizes as per details with welded square bars 12 mm at 10 cm center to center without hot dip zinc coating without / with ventilator including fabrication, glazing with plain / obscured glass panels 5 mm thick of approved type and quality, all fixtures and fastenings and finishing with one coat of primer etc complete.
4.32
-
3872
Providing and laying polished handcut Kotah Stone flooring 25mm to 30mm thick and 45cm to 55cm wide in plain / diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete.
14.25
-
1427.8
Providing and applying two coats of washable oil bound distemper of approved colours and shade to old / new surface, including scaffolding, preparing the surface to receive the priming coat etc complete (Excluding primer coat)
61.38
-
52.8
Providing and applying three coats of water proff cement paint of approved colours and shade to new plastered surface, including scaffolding, preparing the surface, curing etc. complete
94.13
-
114.4
Sub Work No 7 : - Rising Main (PatanagariWell - ESR @ Mahipalgad
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.
86.1
-
165
Excavation for foundation / pipe trenches in hard murum and boulders including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.
86.1
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
344.4
-
629.2
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
344.4
-
1118.7
Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.
129.15
-
92.4
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 10786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. HDPE 110 mm dia.HDPE Pipe 12.5 Kg/Sqcm.
500
-
677
HDPE 110 mm dia.HDPE Pipe 10 Kg/Sqcm.
580
-
572
HDPE 110 mm dia.HDPE Pipe 6 Kg / sqcm.
150
-
354
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. Complete as per IS-1239/2004.
100 mm dia GI Pipe Medium
30
-
981
Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. Air Valve 50 mm dia Double Ball Flanged Type PN -1.6
6
-
7749
Lowering, Laying and Jointing & Hydraulic testing of H. D. P. E. pipes by heating to the ends of pipes with the help of tefflon coated electric mirror / heater to the required temparature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. The pressing may be required to be done with Jacks/ Hydraulic Jacks/Butt fusion machine etc. complete with all materials labours as directed by Engineer - in - charge. to be corrected
HDPE 110 mm dia.HDPE Pipe 12.5 Kg/Sqcm.
500
-
85.19
HDPE 110 mm dia.HDPE Pipe 10 Kg/Sqcm.
580
-
85.19
HDPE 110 mm dia.HDPE Pipe 6 Kg / sqcm.
150
-
85.19
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 100 mm dia GI Pipe Medium
30
-
156.91
Lowering, laying and fixing in proper aligement and position all types of C.I. Air Valves as directed by engg.in charge including cost of conveyance from stores site of work cost of material and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves). Type PN -1 25 mm dia. Single Ball
6
-
366.3
Providing and supplying of Electro Fusion Fittings in accordance with BNS EN12201 Part-3 suitable for drinking water with in black/blue colour manufactur-ed from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be inclusive of all cost such as testing, all the taxes related to central, state & municipal, inspection charges, transportion, insurance, loading, unloading, stacking etc, complete. Coupler
110 mm
100
-
577
End cap
110 mm
4
-
454
Tee
110 mm
4
-
1957
Elbow
110 mm
10
-
590
LNPE ( Tail Pieces)
110 mm
16
-
807
Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
720.17
-
92.4
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. For Casing Collar joints class NP - III, 200 mm
40
-
580
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by Engineer-in-charge (For all class of pipes.) Collar Joints. class NP - III, 200 mm (provision)
40
-
141.9
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make)from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.
300
-
104.5
Providing & laying in situ M-150 grade of CC of trap/granite/quartzite/gneiss metal for foundation & bedding including bailing out water ,formwork compacting & curing finishing etc. complete.For Thrust Blocks.
10.55
-
6824.4
Sub Estimate 8 :- R.C.C. E.S.R. Capacity - 51000 litres & St.Ht. 12.00 mt.
Designing and constructing R.C.C. Elevated Service Reservoir of 71000 Lit capacity & 12 m staging Height,as directed by Engineer-in-charge.
Notes :-
1) The design of the srtucture be in accoradance with relevant I S specification ( I S 3370 - 1965 or revised ) 2) The design shall satisfy the stipulations as per I S 1893 - 1984 and I S 13920 / 1993 for seismic force and I S -11682 / 1985 for RCC staging of overhead tanks.
3) For design having more than 6 columne,provision of internal bracing is obligatory.External bracings is also obligatory.
4) The entire structure shall be in M - 300 mix only.
5) Plain round mild steel bars grade-I confirming to I S 432 part-I or high yield strength deformed bars confirming to I S 1786 or I S 1139 shall be used,grade- II mild steel bars will not be allowed.
6) Irrespective of the type of foundation proposed in the design,one set of bracing be provided at the ground level.
7) These rates include providing M S ladder for E S R s upto 2 lakh litres capacity and providing spiral staircase for E S R above 2 lakh litres capacity.
8) Staging shall have to be designed with stresses of M- 200 concrete for ESR. However all RCC construction should be done in M-300.
9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth,extra provision of dewatering shall be made as per site condition.
10) All conditions given in the Member Secretary's Circular No. MJP/ TS-I/350/1668 dt.2-8-97 and MJP / S-I/350/2127 dt. 13-7-99 shall be strictly followed and additional cost,if any,due to these conditions is included in the rates mentioned below. 11) 75% part rate shall be payable for reinforcement concrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
1
-
1649589.7
Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local ), railway freight insurance, unloading from railway wagon , loading into truck transport to stores/sites, unloading etc. complete as directed by Engineer-in-charge.
125 mm dia. CI Medium class for outlet, over flow
54
-
2360
100 mm dia. CI Medium class for inlet
20
-
1813
Providing and supplying ISI standard CI flanged /S&S specials including all taxes (Central and local ), railway freight insurance, unloading from railway wagon , loading into truck transport to stores/sites, unloading , stacking etc. complete.
D/F Secials -upto and including 150mm dia.
309
-
104.5
Providing, errecting, connecting double flanged short body pattern type manually operated Butterfly Valve having body,disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally confirming in BS 5155, Synthetic rubbre faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless riding in teflon bearing excluding C.C.foundation/ structureal steel support confirming to IS 13095-1991
125 mm Dia. PN 1.6 class
3
-
11251
Subwork No 9 :- Distribution system @ Mahipalgad
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.
351.54
-
165
Excavation for foundation / pipe trenches in hard murum including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.,
703.08
-
187
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
1054.62
-
629.2
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.by all means.
1415.61
-
1118.7
Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.
527.31
-
92.4
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). Working Pressure 4 Kg./Sq.cm
140 mm dia PVC 4 Kg/cm2
252
-
367
110mm dia PVC 4 Kg/cm2
3492
-
219
90 mm dia PVC 4 Kg/cm2
822
-
160
75 mm dia PVC 4 Kg/cm2
438
-
115
Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect in- cluding inspection charges, transportation to stores, etc. complete
125 mm dia GI Pipe Medium
12
-
1336
100 mm dia GI Pipe Medium
12
-
981
80 mm dia GI Pipe Medium
12
-
689
65 mm dia GI Pipe Medium
12
-
524
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading,stacking excluding GST levied by GOI & GOM in all respect etc. complete. 125 mm dia PN - 1
1
-
8548
100 mm dia PN - 1
8
-
6835
80 mm dia PN - 1
6
-
5132
65 mm dia PN - 1
6
-
4966
Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, , etc. complete (With cement solvent joint / ring fit joint). Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. working Pressure 4 Kg/Sqcm.
140 mm dia PVC 4 Kg/cm2
252
-
50.56
110 mm dia PVC 4 Kg/cm2
3492
-
42.59
90 mm dia PVC 4 Kg/cm2
822
-
38.2
75 mm dia PVC 4 Kg/cm2
438
-
30.23
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original position. 125 mm dia GI Pipe Medium
12
-
168.17
100 mm dia GI Pipe Medium
12
-
156.91
80 mm dia GI Pipe Medium
12
-
143.45
65 mm dia GI Pipe Medium
12
-
127.78
Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete Giving satisfactory Hydraulic testing of following C.I.D./F Reflux valves,Butterfly valves and Sluice Valves.(Rate for all class of valves).
125 mm dia PN - 1
1
-
3456.2
100 mm dia PN - 1
8
-
2776.4
80 mm dia PN 1
6
-
2125.2
65 mm dia PN 1
6
-
1530.1
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. For Casing Collar joints class NP - III, 200 mm
300 mm dia NP-III class RCC Pipe
20
-
894
200 mm dia NP-III class RCC Pipe
20
-
580
150 mm dia NP-III class RCC Pipe
20
-
422
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by Engineer-in-charge (For all class of pipes) 300 mm dia NP-III class RCC Pipe
20
-
224.4
200 mm dia NP-III class RCC Pipe
20
-
141.9
150 mm dia NP-III class RCC Pipe
20
-
106.7
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 1.2 M x 1.2 M internal size and depth upto 1.2 M with precast R.C.C slab cover.
4
-
17911.3
Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg)
21
-
1698.4
Providing & laying in situ M-150 grade of CC of trap/granite/quartzite/gneiss metal for foundation & bedding including bailing out water ,formwork compacting & curing finishing etc. complete.
114.32
-
6824.4
Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
2839.01
-
92.4
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make)from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.
500
-
104.5
Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores
80 mm dia
2
-
2741.2
100 mm dia
2
-
3122.9
125 mm dia
2
-
3427.6
Providing and fixing road junction / information signboards of size 1.80 x 1.20 Meter Prepared 16 guage M.S.sheet on frame of size 40x40x5 mm with cross bracing of size 35x35x5 mm including painting with one coat of zinc cromatestoving primer and two coats each of green / white background and back side gray stovee namelled, bonded with redretro reflective sheet Engineer inggrade, border / letters / numeral / arrows, coated with nonpealable crystal clearprotective transperent coatretaining 100% reflection including two angle ironpost of size 65x65x6 mm of 3.65m long inflated at bottom drilled on top and painted in white and black bands of 30cm. with 4Nos. high strength G.I.bolt sandnuts of size 10mmdia. and 20 mm long sheet and angle iron postinonepiece without joints including all taxes, conveying, fixing in ground with cement concrete1:4:8 block of 60cmx60cmx75 cm size as directed by Engineer-in-charge etc.complete. Mild Steel Board with Engineering Grade.
1
-
21223.4
Subwork No 10 :- RUNNING THE SCHEME (FOR ONE MONTH)
Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.
a) For single village ( One Month ).
1
-
28868
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